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HomeMy WebLinkAboutSummer Temporary Studio ProjectRENOVATIONS AT FOUNDRY BUILDING -SUMMER 2013 CORNELL UNIVERSITY Ithaca, NY BUILDING CODE #: 2015 CONTRACT #: C13153 DRAWING LIST A000 CODE COMPLIANCE PLAN A001 GENERAL NOTES AND SPECIFICATIONS A002 SPECIFICATIONS A100 DEMOLITION PLAN, PHOTOGRAPHS AND NOTES A101 RENOVATION PLAN AND NOTES A102 DETAILS A103 INTERIOR ELEVATIONS, DOOR SCHEDULE AND DETAILS E000 LEGEND & ABBREVIATIONS E001 EXISTING PANEL SCHEDULES E002 NOTES AND SPECIFICATIONS E003 SPECIFICATIONS E100 DEMOLITION PLAN AND PHOTOGRAPHS E200 LIGHTING AND POWER INSTALLATION PLANS FP100 SPRINKLER SYSTEM MODIFICATIONS LOCATION PLAN KEY PLAN zywor .07 yr r• SHADE INDICATES AREA OF WORK M O N cc W il- 1.— 2 w z(> o z < .1 > J J O — w z ; Z w u 0 v z O U. DATE: 05-24-2013 SYMBOLS EXIT SUMMARY CODE INFORMATION SPRINKLER SYSTEM INFORMATION m 66 Ni -('I N O ta Q Scale: AS NOTED 0 N 0, N fY 0 z L Q INDICATES HANDICAP DOOR 'A' (EXISTING): BUILDING SUMMARY: I. SPRINKLER CLASSIFICATION FOR AREA OF WORK SHALL ACCESSIBILITYV EW INDICATES EXIT WIDTH OCCUPANT LOAD- 24 24 * .15 PER OCCUPANT= 3.6" REQUIRED 36" MIN. REQUIRED EGRESS WIDTH PROVIDED: 36 OCCUPANCY CLASSIFICATION- 6 CONSTRUCTION TYPE/ CLASSIFICATION- IV EXISTING BUILDING AREA- 7,828 5F NUMBER OF EXISTING STORIES- 1 BE "ORDINARY HAZARD". 2. ALL SPRINKLER WORK SHALL BE IN STRICT CONFORMANCE WITH NFPA-I3 "STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS", STATE BUILDING / INDICATES WORK AREA - DOOR 'B' (EXISTING): WORK SUMMARY: CODE, AND THE OWNER'S INSURANCE COMPANY. "CONTRACT / LEVEL 2 ALTERATIONS PER OCCUPANT LOAD- I6 EXISTING BUILDING CODE WORK AREA COMPLIANCE METHOD 3. THE BASE BUILDING DRAWINGS" AND QC 9 3 Q Designed by: EB tntu c5 , z ') m o m a m m o m m , 5 i' NEW YORK STATE EXISTING BUILDING CODE. 85 .15 PER OCCUPANT= 2.4"REQUIRED 36" MIN. REQUIRED EGRESS WIDTH PROVIDED: 12" NOTE: ALL OTHER DOORS INDICATED ON PLAN ARE NOT EGRESS DOORS CLASSIFICATION OF WORK- ALTERATIONS LEVEL 2 (EB 404) OCCUPANCY CLASSIFICATION- B WORK AREA- 1,203 5F (15% OF FLOOR AREA) NUMBER OF TENANTS WITHIN WORK AREA- I (EB 105.1) FIRE SAFETY (CHAPTERS EB 6 AND EB 7): "SPECIFICATIONS" INCLUDING ALL RESPECTIVE ADDENDA AND BULLETINS SHALL FORM A PART OF THIS WORK AND ALL WORK SHALL BE SUBJECT TO RESPECTIVE PROVISIONS THEREOF. 4. WORK SHALL BE COORDINATED WITH ALL OTHER TRADES, NOTIFY ENGINEER TO AVOID CONFLICTS. AUTOMATIC SPRINKLER SYSTEM- EXISTING IN COMPLIANCE FIRE ALARM AND DETECTION SYSTEM- EXISTING IN COMPLIANCE INTERIOR FINISHES (EB 602 AND GRAFTER EB 7): EXIT ACCESS (GLASS A REQ'D PER )- GLASS A PROVIDED. ROOM (GLASS A REM) PER )- GLASS A PROVIDED. 5. MODIFY HEAD LOCATION A5 REQUIRED BASED ON FINAL FIELD LOCATIONS TO MEET ORDINARY HAZARD SPACING. 6. GUTTING OF STRUCTURAL AND/OR ARCHITECTURAL MEMBERS TO BE DONE ONLY WITH THE WRI 11 EN APPROVAL OF THE ARCHITECT. 1. FIRE STOP ALL NEW PENETRATIONS OF SMOKE/FIRE WALLS, CEILINGS, FLOORS, ROOFS, ETC. FLASH AND COUNTERFLASH ROOF PENETRATIONS. S. METHODS OF HANGING PIPES, HEADERS AND BRANCHES SHALL BE IN ACCORDANCE WITH NFPA-13. 9. ALL VALVES FOR FIRE SERVICE SHALL BE LISTED BY THE UNDERWRITER'S LABORATORIES, INC. AND THE FACTORY MUTUAL LABORATORIES. VALVES SHALL BE FACTORY MARKED "UL" AND "FM", 175 PSI WORKING PRESSURE. 10. THE SPRINKLER PIPING LAYOUT AND PIPE SIZES SHOWN ON THE CONTRACT DOCUMENTS ARE TO DEFINE THE DESIGN INTENT FOR COMPETITIVE BIDDING AND FOR PRELIMINARY SUBMISSION TO THE AUTHORITIES HAVING JURISDICTION. Project Name: RENOVATIONS TO FOUNDRY BUILDING GORNELL UNIVERSITY !U z , —I O z V II- u_I 0 v ,4) g 100TH 1 ,o 83 100' 0 0 0 o G 710 56 j 732 u. ; , ROOM 1 100SA / DOOR B . ., ua 17 p O O O O O O O O O = 11 E W % 2 .�..i�[ ir.;..,,,,, ..„, , 1°' Atir 000 . rdr �aeeA Aaeeo o�eeh a�eeA ©�©� �� f� ® 1 4 i L�� I M i to G 318.. -� rrsx �x i-. iNr iarx A. �.��� n c o o POOR A �w a =t Q� C 22 J- <pN 2— EzizoQ7,- a .o,6tiL N EW=36" ...✓ Q L UmM m } z to 1 CODE COMPLIANCE PLAN - FIRST FLOOR A000 1/16" = 1'-O" GENERAL NOTES SPECIFICATIONS 1. ALL DIMENSIONS ARE TO BE FIELD VERIFIED PRIOR TO START OF CONSTRUCTION. 2. PATCH WALLS, FLOORS, ETC. AT REMOVAL AREAS TO MATCH SURROUNDING FINISHES. 3. PRIOR TO BEGINNING ANY WORK, SECURE NECESSARY PERMITS AND/OR CLEARANCES FROM THE AUTHORITIES HAVING JURISDICTION. 4. SEE ELECTRICAL DRAWINGS FOR COORDINATION. 5. CONTRACTOR IS RESPONSIBLE FOR BRACING/STABELIZING EXISTING WALLS DURING CONSTRUCTION. 6. DAMAGES DURING CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR/RESTORE/REPLACE AND RETURN TO ORIGINAL CONDITIONS PRIOR TO CONSTRUCTION. 7. ALL DEMOLISHED MATERIAL TO BE REMOVED FROM SITE. CONTRACTOR TO RECYCLE APPROPRIATE MATERIAL AND DISPOSE OF REFUSE OFF SITE. 2 1 BID ALTERNATE 0�.0��N����� N �� # AND INDICATE IN THE BID FORM THE AMOUNT TO BE ADDED TO THE BASE BID FOR PROVIDING THE FOLLOWING ADDITIONAL WORK ITEMS: 1. ALTERNATE #1 (PAINT MAIN STUDIO): PROVIDE PAINT FINISH TYPE IP -2.1 FOR ALL EXISTING WALLS NOT INCLUDED IN THE BASE BID WORK FOR ROOM 107, INCLUDING ENTRY CORRIDOR, MAIN STUDIO SPACE, STRUCTURE, CONDUIT, DOOR FRAMES, DOOR PANELS, ETC. PROTECT AND COVER ALL ITEMS NOT TO RECEIVE PAINT, INCLUDING WINDOWS, SIGNAGE, ELECTRICAL DEVICES, ETC. 2. ALTERNATE #2 (PAINT SPECIFIED CEILINGS): PROVIDE PAINT TYPE IP -2.1 FOR THE EXISTING CEILINGS IN ROOMS 107, INCLUDING ABOVE WORK AREAS 6 THROUGH 12, AND THE CEILINGS IN WORK AREAS 2 THROUGH 5. ITEMS TO RECEIVE PAINT INCLUDE PLYWOOD, GYPSUM WALL BOARD, WOOD STRUCTURE, METAL STRUCTURE, CONDUIT, ETC. PROTECT ALL SURFACES NOT TO RECEIVE PAINT INCLUDING WINDOWS, LIGHTS, ELECTRICAL DEVICES. SIGNAGE, ETC. 08 11 13 - HOLLOW METAL DOOR FRAMES PART 1 GENERAL 1.01 SYSTEM DESCRIPTION A. Design Requirements: 1. Provide fabrication methods and product quality meeting standards set by Hollow Metal Manufacturers Association, HMMA, Division of National Association of Architectural Manufacturers, NAAMM. 1.02 SUBMITTALS A. Product Data: Submit manufacturer's specifications for fabrication and installation including data demonstrating compliance with specified requirements. B. Warranty PART 2 PRODUCTS 2.01 MANUFACTURERS A. Manufacturers offering products complying with specified requirements include: 1. Steelcraft Manufacturing Co.. Cinoinnud, Ohio. 2.02 HOLLOW METAL COMPONENTS A. Requirements for All Frames: 1. Hardware Preparation: In accordance with BHMA A156.115, with reinforcement welded in place 2. Finish: Factory phmod, for field finishing. 2.04 HOLLOW METAL FRAMES A. Materials: 1. Steel: Commercial quality, cold rolled steel conforming to ASTM A366 or hot -rolled, pickled and oiled steeconforming to ASTM A569, free of scale, pitting, coil breaks or other surface defects. a. Interior Openings:16 gage minimum thickness. B. Construction: All frames provided with integral stops and welded units, or knock down units, of sizes and types shown on Drawings. Provide frames with neat appearance, square, and free of defcto.mmrpoorbunk|eo. 1. Stops: Minimum 5/8 in. depth: 2. Hardware Reinforcements and Preparation: a. Frames mortised, reinforced, drilled and tapped for all templated mortised hardware in accordance with final approved hardware schedule and templates provided by hardware supplier. 1) Where surface mounted, anchor hinges, or non-templated mortised hardware is to be applied, frames neinforced, with all drilling and tapping in field. 3. FloorAnchors: Minimum 14 gage anchors with 2 holes forfasteners and fastened inside jambs with Ieast 4 spot welds per anchor. 4. Jamb Anchors: a. Metal Stud Type: provide 2 anchors min. 5. Frame Accessories: a. Plaster Guards: Not less than 26 gage steel, welded in place at all hardware mortises on frames set in masonry or concrete openings. 6. Finish: Frames treated to insure maximum paint adhesion and coated on all accessible surfaces with rust -inhibitive primer meeting or exceeding ASTM B117 salt spray for 150 hours and ASTM D1735 waterfog 7. Silencers: Resilient rubber, fitted into drilled hole; 3 on strike side of single door, 3 on center mullion of pairs, and 2 on head of pairs without center mullions. PART 3: INSTALLATION 3.01 INSTALLATION A. Comply with manufacturers installation instructions and applicable recommendations in NAAMM/HMMA 840-99. 08 14 16 - FLUSH WOOD DOORS PART 1 GENERAL 1.01 REFERENCES A. AWI P-200 Architectural Woodwork Quality Standards Illustrated; Architectural Woodwork Institute. 1.02 SUBMITTALS A. Product Data:Indicate dooroonematoha|aandoonatruoUon;vonoor species, type and characteristics. B. Warranty: Provide door warranty acceptable to the Architect. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Eggers Industries; Product Mastertlush. 2.02 FLUSH WOOD DOORS A. Flush Interior Doors: 1-3/4 inches thick; solid core construction. B. Veneer: Paint grade wood veneer, Oak species, unfinished for field painting. 2.03 FABRICATION A. Provide solid blocks at lock edge for hardware reinforcement. 1. Provide solid blocking for all other associated hardware. B. Bond edge banding to cores. C. Provide edge clearances in accordance with AWI 1600. PART 3 EXECUTION 3.01 EXAMINATION A. Verify existing conditions befre starting work. B. Verify that opening sizes and tolerances are acceptable. C.Do not install doors in frame openings that are not plumb or are out -of -tolerance for size or alignment. 3.02 INSTALLATION A. Install doors in accordance with manufacturer's instructions and AWI P-200 requirements. B. Trim non -rated door width by cutting equally on both jamb edges. 0. Trim door height by cutting bottom edges to a maximum of 3/4 inch (19 mm). 0. Machine cut for hardware. Core for handsets and cylinders. E. Pilot drill screw and bolt holes. 05-24-2013 0 17 raving No.: ccs m Designed by: � m Checked by: BCK-IBI Project No.: en en Ghent Project No.: en _ EA u_o0o GORNELL UNIVERSITY Sheet Title: LU ILI 0- Z tn 11.1 w SPECIFICATIONS D871BB-DOOR HARDWARE PART 1 - GENERAL 1.01- SUBMITTALS: Product Data- Submit manufacturers technical product data for each item of hardware. Include whatever information may be necessary to show compliance with requirements, and include instructions for installation and for maintenance of operating parts and finish. 1 .02- WARRANTY: - Locksets and assocated components to have min. three year warranty. PART 2- PRODUCT 2.01- MANUFACTURERS AND PRODUCTS: A. Lockset- Sargeant 8205 B. ADA Lever Handle- Compatible with Sargeant 8205 lock body C. Hinges: Stanley FBB 179 - 4 1/2^x4 1/2^ O. Cylinders: To be compatible with Cornell University lock cores. E. Silencers: Ives E.2.02 - SCHEDULE (See Plan A1O1for Door Numbane): Door # 3, 4, 8, 11 and 12: Lockset (1) Each Door (Office Function) Lever (1) Each Side of Door Cylinder (1) Each Door Silencers (1 set) Each Door Hinges (3) Each Door PART 3 - INSTALLATION: Per manufacturer's instructions. O92118'GYPSUM BOARD ASSEMBLIES PART 1 GENERAL 1.01 SECTION INCLUDES A. Metal stud wall framing. B. Gypsum wailboard. C. Acoustic Insulation. PART 2 PRODUCTS 2.01 GYPSUM BOARD ASSEMBLJES A. Provide completed assemblies complying with ASTM C 840 and GA -216. 2.02 METAL FRAMING MATERIALS A. Manufacturers - Metal Framing, Connectors, and Accessories: 1. Dietrich Metal Framing: www.dietrichindustries.com. B. Non-Loadbearing Framing System Components: ASTM C 645; galvanized sheet steel, of size and properties necessary to comply with ASTM C 754 for the spacing indicated, with maximum deflection ofwall framing of L/240 at 5 psf. 1. Exception: The minimum metal thickness and section properties requirements of ASTM C 645 are waived provided steel of 40 ksi minimum yield strength is used, the metal is continuously dimpled, the effective thickness is at least twice the base metal thickness, and maximum stud heights are determined by testing in accordance with ASTM E 72 using assemblies specified by ASTM C 754. 2. Studs: "C' shaped with flat or formed webs with knurled faces. 3. Runners: U shaped, sized to match studs. 4. Ceiling Channels: 0 shaped. O. Partition Head To Structure Connections: Provide track fastened to structure with legs of sufficient length to accommodate deflection, for friction fit of studs cut short and braced with continuous bridging both sides. OS211G'GYPSUM BOARD ASSEMBLIES (oont.) 2.03 GYPSUM BOARD MATERIALS A. Manufacturers: 1. USG: www.usg.com. B. Gypsum Wallboard: ASTM C 1396/C 1396M. Sizes to minimize joints in place; ends square cut. 1. Wall Board: a. Application: Use for vertical surfaces and ceilings, unless otherwise indicated. b. Thickness: 5/inch. c. Edges: Tapered 0. Joint Materials: ASTM 0 475 and as recommended by gypsum board manufacturer for project conditions. 1. Tape: 2 inch wide, creased paper tape forjoints and corners, except as otherwise indicated. 2. Ready -mixed vinyl -based joint compound. 3. Chemical hardening type compound. D. Screws: ASTM C 1002; self -piercing tapping type; cadmium -plated for exterior PART 3 INSTALLATION 3.01 FRAMING INSTALLATION A. Metal Framing: Install in accordance with ASTM 0 754 and manufacturer's instructions. B. Studs: Space studs at 16 inches on center. 1. Extend partition framing to structure supports or substrates above suspended ceilings, except where partitions are indicated to terminate at suspended ceilings. 2. Continue framing over frames for doors and openings and frame around ducts penetrating partitions above ceiling to provide support for gypsum board. a. Provide double track system comprised of outside deflection track and inaid000i|ingnunnortmckathoadofetude.noohodhogothor.vvith1/2" clearance left between the tracks for deflection. Attach lower (inside) track to studs with framing screws. D. Openings: Reinforce openings as required for weight of doors, using two full height 20 gage studs at each jamb. 3.02 JOINT TREATMENT A. Paper Faced Gypsum Board: Use paperjointtape, bedded with ready -mixed vinyl -based joint compound and finished with ready -mixed vinyl -based joint compound. B. Finish gypsum board in scheduled areas in accordance with levels defined in ASTM CO4O. 0. Tape, fill, and sand exposed joints, edges, and corners to produce smooth surface ready to receive finishes, unless otherwise noted. 1. Feathercoatsofjointcompound sothatcamberis maximum 1/32 inch. 2. Taping, filling and sanding is not required at base layer of double layer applications. 09 90 00 - PAINTS AND COATINGS PART 1 GENERAL 1.01 SECTION INCLUDES A.Field application of paints. 1.02 SUBMITTALS A. Product Data: Provide data on all finishing products, including VOC content, block fillers, and primers. Provide manufacturer's technical information, including label analysis, and instructions for handling, storing, and applying each coating. 09 90 00 - PAINTS AND COATINGS (cont.) PART 2 PRODUCTS 2.01 MANUFACTURER A. Provide all paint and coating products used in any individual system from the same manufacturer. B. Paints: 1. Manufacturer: Coordinate with Owner. 2.02 GENERAL A. Paints and Coatings: Ready mixed, unless intended to be a field -catalyzed coating. All paints and coatings shall be of profsniona| grade. 1. Material Compatibility: Pmvido, phmora, undoncoata, and finish -coat materials that are compatible with one another and the substrates indicated under conditions of service and application, as demonstrated by manufacturer based on testing and field experience. B. Primers: Where the manufacturer offers options on primers for a partiou|araubatnsto.uaophmoroatogohzodea^boat^bythomanuteotumr. PART 3 INSTALLATION 3.01 APPLICATION A. General: Apply paint according to manufacturer's written instructions. 3.02 PAINT SCHEDULE- INTERIOR A. Not used. B. TYPE IP -2.1 Gypsum Waliboard 'White -wash': Semi -gloss, latex enamel finish. One finish coat over a primer, make and color as specified by owner to match existing paint system. 1. Primer: Latex based interior primer. Zero VOC, Iow odor with anti -microbial agents. 2. Finish Coat: Interior Latex Semi -gloss, zero VOC low odor, with anti -microbial agents. 3.Color hobo\whho' Coordinate with owner on exact manufacturer color number. C. TYPE IP -8 Wood Doors: Semi -Gloss Enamel Finish: Three coats with a water based primer and water based topcoat that is 100% acrylic, make and color as specified by owner to match existing paint system. 1. Primer Coat: Acrylic Primer. 2. First Coat: Acrylic Semi -Gloss. 3. Second Coat: Acrylic Semi -Gloss. 4. Color to be 'white'. Coordinate with owner on exact manufacturer color number. D. TYPE IP-lO HoIIow Metal Doors, Frames, and Sidelights, and Ferrous Metals: Semigloss, interior acrylic enamel finish - 2 finish coaover primer. Primer is not required on shop -primed items. 1. Primer: Ouick-drying, nust-inhibitivo, alkyd -based or epoxymeta| primer. 2. First and Second Coats: Semi -gloss, exterior, acrylic enamel. 3. Color to be 'white'. Coordinate with owner on exact manufacturer color number. 05-24-2013 A5 NOTED Drawing No.: � 3 ccs m Designed by: � m BGK-IBI Project No.: cn cn Ghent Froject No.: _ u_ o 0 o LU GORNELL UNIVERSITY Sheet Title: SPEGIFIGATION5 D3 2 DEMOLITION PHOTOS A100 N.T.S. O 0 D4 02— 100SB 100SC 21 DEMOLITION NOTES DI REMOVE EXISTING STORAGE ENCLOSURE IN ITS ENTIRETY INGLUDINS ALL ASSOCIATED 2X4 WOOD FRAMING, PLYWOOD, HOLLOW METAL DOOR AND FRAME, DOOR HARDWARE, FASTENERS, WOOD WALL BASE, ETC. ALL HEAVY TIMBER STRUCTURAL MEMBERS TO REMAIN. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL DEVICE REMOVALS. SEE SPRINKLER DRAWINGS FOR SPRINKLER SYSTEM MODIFICATIONS. D2 REMOVE PORTION OF EXISTING WOOD FRAMED WALL TO ACCOMMODATE NEW DOOR INSTALLATION INCLUDING 2X4 WOOD STUDS, PLYWOOD SHEATHING, GYPSUM HALL BOARD FINISH, WOOD WALL BASE, SOLE PLATE, FASTENERS AND ACCESSORIES. D3 LOCATION OF NEW PARTITION, SEE DRAWING A101 FOR MORE INFORMATION. SEE ELEGTRIGAL DRAWINGS FOR RELOCATION OF LIGHT SWITCH TO ACCOMMODATE PARTITION INSTALLATION. D4 EXISTING HEAVY TIMBER AND METAL STRUCTURAL MEMBER TO REMAIN. D5 EXISTING INFRASTRUCTURE TO REMAIN INCLUDING PIPING, INSULATION, CONDUIT, METERS, PUMPS, ETG. PROVIDE BRACING AS REQUIRED TO SECURE INFRASTRUCTURE AFTER WALL REMOVAL AS NOTED IN "DI" ON THIS DRAWING. D6 REMOVE EXISTING WOOD FRAMED STORAGE MEZZANINE IN ITS ENTIRETY INCLUDING ALL ASSOCIATED WOOD FRAMING, FASTENERS AND ACCESSORIES. EXISTING HEAVY TIMBER STRUCTURE FRAMING TO REMAIN. SEE SPRINKLER DRAWING FPI00 FOR SPRINKLER SYSTEM MODIFICATIONS. Dl REMOVE EXISTING WALL IN ITS ENTIRETY, FROM CONCRETE SLAB TO PLYWOOD CEILING, INCLUDING 2X4 WOOD STUD FRAMING, PLYWOOD SHEATHING, GYPSUM WALL BOARD FINISH, WOOD WALL BASE, AND ALL ASSOCIATED FASTENERS AND AGGESSORIES. ALL INFRASTRUCTURE TO REMAIN EXCEPT FOR DATA LINE REMOVAL AS NOTED ON DRAWING E100, NOTE E5. SUPPORT AND TIE BACK TO STRUCTURE A5 REQUIRED. D8 EXISTING PLUMBING INFRASTRUCTURE TO REMAIN INCLUDING SINK, PIPING AND ACCESSORIES. 05-24-2013 A5 NOTED of a 3 1.0 z° 3 to O O 3 3 w Designed by: m w BCK-IBI Project No.: scc m m Ghent Project No.: m m v O 0 0 0 102 710 101 732 56 100SA 17 107 moom 11 3133 ROOM IOTA I 57 D2 0 O 0 0 100C 189 4" D4 06 D4 100 3'-4" 3'-4 276 11 106 1 DEMOLITION PLAN A100 1/16" = 1'-0" 105 235 94 WORK AREA WORK AREA I n I WORK AREA PORK AREA 0 0 D4 DS D4 DS D5 171 5 z O LL O 1- z 0 0 z n/ GORNELL UNIVERSITY N 1- 4-1 0 � 2> co- CD CO d- p,O �tiN CO .: Sor,N- 0D s a,o co m o. 0 RENOVATION NOTES Al PROVIDE NEW 3%8" METAL STUD PARTITION, 20 ga. 16" ON CENTER FROM EXISTING CONCRETE FLOOR TO 8' ABOVE FINISHED FLOOR WITH 5411 GYPSUM WALL BOARD EACH SIDE. PAINT IP -2.1 (DO NOT TAPE AND SPACKLE). DOUBLE STUDS AT DOOR OPENINGS, CORNERS AND END OF PARTITION CONDITIONS. PROVIDE METAL BEADS AT ALL CORNERS AND EDGES. SEE DETAIL 1/A102. A2 INSTALL NEW WOOD DOOR WITH HOLLOW METAL FRAME ASSEMBLY IN NEW/EXISTING PARTITION AND PAINT. SEE A103 FOR MORE INFORMATION. A3 PLUMBING INFRASTRUCTURE TO REMAIN. SUPPORT AND TIE BACK TO STRUCTURE A5 REQUIRED. A4 PATCH FLOOR WHERE EXISTING WALLS HAVE BEEN REMOVED WITH GEMENTITIOUS FILL, LEVEL WITH ADJACENT EXISTING FLOOR. PATCH WALL AT REMOVAL AREAS WITH PLYWOOD AND/OR GYPSUM WALL BOARD TO MATCH ADJACENT HALL SURFACES. FINISH ALL RENOVATED WALL SURFACES WITH PAINT TYPE IP -2.1. AS PAINT ALL WALL SURFACES IP -2.1 THROUGH OUT SPACE (1)0 NOT TAPE AND SPACKLE). SEE A002 FOR MORE INFORMATION. A6 SEE A001 FOR BID ALTERNATE DESCRIPTIONS. z z° N m Ca 0 a_ zX _1 z I- 00 z 0< w WORK AREA 1"12 SF 0 WORK AREA 135 SF ORK AREA 1241 SF WORK AREA #10 12"1 SF A3 A4 A3 SHADE INDICATES AREA OF RENOVATION 1 A101 RENOVATION PLAN 1/8" = 11-0" i*L T� 5 A102 HOLLOW METAL DOOR FRAME, SEE DOOR SCHEDULE EXISTING 5" METAL STUD AND GOB PARTITION ABOVE PLAN DETAIL 3" = 1'-0" NOTE: ALIGN CENTERLINE OF NEW WALL WITH CENTERLINE OF EXISTING COLUMN EXTEND FRAMING AT TOP OF PARTITION TO EXISTING HALL FOR BRACING �- 1 A102 B PROVIDE DOUBLE 5111D5 AT WALL INTERSECTIONS. 3 5/8" METAL 5111D PARTITION TO 8' AFF, 20 GA, 16" 0.G., WITH 5/8" GYPSUM WALL BOARD SIDE AND TOP, PAINT IP -2.1. PROVIDE NEW 35/8" METAL STUDS PARTITION, 20 ga. ib" O.G. FROM EXISTING CONCRETE FLOOR TO 8' A.F.F., WITH %8" GYPSUM WALL BOARD EACH SIDE. PAINT IP -2.1 (120 NOT TAPE AND SPAKLE). DOUBLE 511105 AT DOOR OPENINGS, CORNERS, AND END OF PARTITION CONDITIONS. PROVIDE METAL BEADS AT ALL CORNERS AND EDGES EXISTING COLUMN APPROXIMATE DIMENSION. PARTITION TO EXTEND AS FAR AS POSSIBLE WITHOUT INTERRUPTING INFRASTRUCTURE ALONG EXTERIOR WALL EXISTING WOOD PIER EXISTING EXTERIOR WALL PLAN DETAIL 1/2" = PROVIDE NEW 354" METAL STUDS PARTITION, 20 ga. Ib" 0.0. FROM EXISTING CONCRETE FLOOR TO 8' A.F.F., WITH %a" GYPSUM WALL BOARD EACH SIDE. PAINT IP -2.1 (DO NOT TAPE AND SPAKLE). DOUBLE STUDS AT DOOR OPENINGS, CORNERS, AND END OF PARTITION CONDITIONS. PROVIDE METAL BEADS AT ALL CORNERS AND EDGES DOUBLE STUD BOX POST AT END OF PARTITION CORNER BEAD, TYP. EXISTING PIER EXTEND FRAMING AT TOP OF PARTITION TO EXISTING HALL FOR BRACING APPROXIMATE DIMENSION. PARTITION TO EXTEND A5 FAR AS POSSIBLE WITHOUT INTERRUPTING INFRASTRUCTURE ALONG EXTERIOR WALL 6 A102 EXISTING EXTERIOR WALL PLAN DETAIL 1" = 1'-0" PROVIDE NEW 354" METAL 5111D5 PARTITION, 20 ga. 16" 0.0. FROM EXISTING CONCRETE FLOOR TO 8' A.F.F., WITH 54" GYPSUM WALL BOARD EACH SIDE. PAINT IP -2.1 (DO NOT TAPE AND SPAKLE). DOUBLE 511P5 AT DOOR OPENINGS, CORNERS, AND END OF PARTITION CONDITIONS. PROVIDE METAL BEADS AT ALL CORNERS AND EDGES EXISTING 5" METAL STUD AND GHB PARTITION 2 A102 PLAN DETAIL 1" = 1'-0" LINE OF NEW PARTITION ABOVE HOLLOW METAL DOOR FRAME, SEE DOOR SCHEDULE CORNER BEADS, TYP. 3 5/8" METAL 511112, 20 GA, Ib" 0.G., WITH 5/8" GYPSUM WALL BOARD, PAINT IP -2.1. EXISTING CONCRETE FLOOR \\\\\\\\\ \\\ 7 PARTITION TYPE 'B' A102 3" = 1'-0" PROVIDE NEW 34" METAL 511V5 PARTITION, 20 ga. I6" 0.G. FROM EXISTING CONCRETE FLOOR TO 8' A.F.F., WITH 540 GYPSUM WALL BOARD EACH SIDE. PAINT IP -2.1 (DO NOT TAPE AND SPAKLE). DOUBLE STUDS AT DOOR OPENINGS, CORNERS, AND END OF PARTITION CONDITIONS. PROVIDE METAL BEADS AT ALL CORNERS AND EDGES 4 1/8" EXISTING HEAVY TIMBER COLUMN ALIGN !I B EXISTING EXTERIOR WALL I A 3 A102 PLAN DETAIL 1" = 1'-0" 4 A102 PROVIDE NEW 354" METAL 511105 PARTITION, 20 ga. 16" 0.G. FROM EXISTING CONCRETE FLOOR TO 8' A.F.F., WITH %' GYPSUM WALL BOARD EACH SIDE. PAINT IP -2.1 (DO NOT TAPE AND SPAKLE). DOUBLE STUDS AT DOOR OPENINGS, CORNERS, AND END OF PARTITION CONDITIONS. PROVIDE METAL BEADS AT ALL CORNERS AND EDGES EXISTING WOOD PIER EXISTING EXTERIOR WALL PLAN DETAIL 1/2" = 05-24-2013 A5 NOTED of 0 a 1.0 z° 3 3 0 w Designed by: tn BCK-IBI Project No.: K m m Ghent Project No.: GORNELL UNIVERSITY 0 0 J Lu 1st Q� >oN Z N- CO d- 0)- (LF; ti N COE t". c -c L c — o. 0 DOOR, FRAME AND HARDWARE SCHEDULE NO DOOR SIZE WIDTH x HEIGHT x THICK DOOR FRAME HEAD HEAD DETAIL JAMB DETAIL REMARKS TYPE MAT. FIN. TYPE MAT. FIN. 3 3'-0" x b'-8" x 1 3/4" F WD IP -S FI HM IP -10 2" 2/A103 3/A103 I 4 3'-0" x b'-8" x 1 3/4" F WD IP -S FI HM IP -10 2" 2/A103 3/A103 I S 3'-0" x 6-8" x 1 3/4" F WD IP -S FI HM IP -10 2" 2/A103 3/A103 I II 3'-0" x 6'-b" x 1 3/4" F WD IP -S FI HM IP -10 2" 2/A103 3/A103 2 12 3'-0" x 6'-&" x 1 3/4" F WD IP -8 FI HM IP -10 2" 2/A103 3/A103 2 5 DOOR SCHEDULE A103 NO SCALE 2 REMARKS : 1. NEW WOOD DOOR AND HOLLOW METAL FRAME IN EXISTING WALL. DOUBLE STUD AT EDGE OF ENTIRE DOOR OPENING TO RECEIVE NEW DOOR AND FRAME. 2. NEW WOOD DOOR AND HOLLOW METAL FRAME IN NEW METAL STUD PARTITION WITH GYPSUM WALL BOARD FINISH. SEE DETAIL 2 AND 3 ON THIS SHEET FOR MORE INFORMATION. 3 5/8" METAL 51110 PARTITION, WITH 5/8" GYPSUM WALL BOARD SIDE, PAINT IP -2.1 METAL STUD BOX HEADER SEALANT (BOTH SIDES) HOLLOW METAL FRAME SOLID GORE WOOD DOOR PANEL DOOR HEAD DETAIL Al 03 3" = 1'-0" (Na HOLLOW METAL FRAME 3 3 5/8" METAL 5111D PARTITION, WITH 5/8" GYPSUM WALL BOARD SIDE, PAINT IP -2.1 SOLID GORE WOOD DOOR PANEL DOOR JAMB DETAIL Al 03 3" = 1'-0" METAL 511D BOX POST EACH SIDE OF DOOR OPENING SEALANT (BOTH SIDES) ABBREVIATIONS: WD WOOD EX EXISTING HM HOLLOW METAL IP# PAINT TYPE* SEE SPECS SIM SIMILAR 3' 6 HOLLOW METAL FRAME TYPE 'FI' 140017 DOOR TYPE 'F' DOOR AND FRAME TYPE A103 3/16" = 1'-0" WORK. AREA 4 PARTIAL NORTH INTERIOR ELEVATION Al 03 1/8" = 1 PARTIAL SOUTH INTERIOR ELEVATION Al 03 1/8" = 05-24-2013 N 4-11 A5 NOTED 0 0 a N 0 z 3 m <7;O n 3 0 w Designed by: tn U 6 BCK-IBI Project No.: m m Ghent Project No.: GORNELL UNIVERSITY 0 N 0 1st DM D ❑ II ❑ ■■■ NMI IBM n rinn ■■■ ■■■ ❑M ❑❑❑ ❑ 1.1111 ■■ ■ A D ❑❑� �m Tm �❑❑ n n I nrn n in n�in p a3 WORK AREA WORK .S AREA WORK 1 AREA. p WORK AREA WORK AREA vvv WORK AREA // / vv WORK AREA \ \\ S ®, t #85 #3 #2 #4 11'-3 5/8" �. 1 PARTIAL SOUTH INTERIOR ELEVATION Al 03 1/8" = 05-24-2013 N 4-11 A5 NOTED 0 0 a N 0 z 3 m <7;O n 3 0 w Designed by: tn U 6 BCK-IBI Project No.: m m Ghent Project No.: GORNELL UNIVERSITY 0 N 0 1st 1 E000 $3 $4 $K $D - SWITCH (3 -WAY, 4 -WAY, KEYED, DIMMING) mil 9 LEGEND NTS - LIGHT FIXTURE ( WALL / CEILING MOUNT) NUMBER INDICATES FIXTURE TYPE. - POWER PANEL (RECESSED / SURFACE) MOUNT - DUPLEX REGEPTAGLE - QUADPLEX REGEPTAGLE - CORP REEL - LINETYPE INDICATES DEMO EQUIP., DEVICES, CIRCUITS ETC. - LINETYPE INDICATES EXISTING EQUIP., DEVICES, CIRCUITS ETC. - LINETYPE INDICATES NEW EQUIP., DEVICES, CIRCUITS ETC. - BRANCH GIRGUIT HOMERUN WITH DESIGN INTENDED DESTINATION A M AFF ABOVE FINISHED FLOOR MAX MAXIMUM AVG AVERAGE MIN MINIMUM AT MLO MAIN LUGS ONLY MTD MOUNTED B MTL METAL BKR BREAKER N G NIG NOT IN CONTRACT GKT GIRGUIT NTS NOT TO SCALE GL OR 4k CENTERLINE GLG CEILING 0 O.G. ON CENTER D DWG DRAWING P DIAMETER m or PH PHASE PNL PANEL E PVG POLYVINYL CHLORIDE CONDUIT EG ELECTRICAL CONTRACTOR EMT ELECTRIC METALLIC TUBING Q EXG EXISTING QC QUALITY CONTROL QTY QUANTITY 6 GG GENERAL CONTRACTOR R GFI GROUND FAULT INTERRUPTER REGPT REGEPTAGLE GRP GROUND HP J -BOX 5 f } SPECS SPECIFICATIONS HORSEPOWER 5/5 STOP/START SWITCH J JUNCTION BOX K KVA KILOVOLT AMPERE KW KILOWATT 2 ABBREVIATIONS E000 NTS T TYP TYPICAL V Y VOLT W WATT VIP WEATHERPROOF 05-24-2013 9 0 z d Ts N 9 .F3) O tX B Checked b CORNELL UNIVERSITY 0 z rn A SCK -IBI Project No. Sheet Title (76 m m 4 0 ,0 Client Protect No.: z Q 0 1- .11LU U.lCi fa m PANEL: PPN1 PHASE : 3PH, 4W PANEL SCHEDULE 200 AMP MAIN CIRCUIT BREAKER MOUNTING : AMP MAIN LUGS ONLY LOCATION : SURFACE VOLTS : 120/208 107 EQUIPMENT SERVED CONDUCTORS GROUND CKT. BRK. CKT. CKT. CKT. BRK. GROUND CONDUCTORS EQUIPMENT SERVED WIRE # CONDUIT WIRE # TRIP NO. No. TRIP WIRE # , WIRE # CONDUIT NEW SAW 20/2 1 2 50/3 10 6 1 PANEL PPN1B 3 4 REC 3- AC 3-j 12 3/4 12 20 5 6 REC ' AC 12 3/4 12 20 7 8 REC AC 3; 12 3/4 12 20 9 10 20/3 BAND SAW REC ' AC 12 3/4 12 20 11 12 WORKSPACE #1 RECEPTACLES 12 3/4 12 20 13 14 20 12 12 3/4 REC]'` AC WORKSPACE #2 RECEPTACLES 12 3/4 12 20 15 16 20 12 12 3/4 REC3` AC 3- PILOT LAMP FOR PANEL 20 17 18 50/2 WELDER #1 120V NEW SAW 15 19 20 EXISTING LOAD 15/3 21 22 20 12 12 3/4 RE«3` AC 23 24 20 EXG LOAD 25 26 20 12 12 3/4 WORKSPACE #3 RECEPTACLES COORD REELS ROOM 107 12 3/4 12 20 27 28 20 12 12 3/4 CORD REELS ROOM 107 WORKSPACE #4 RECEPTACLES 12 3/4 12 20 29 30 20 GFI 12 12 3/4 CORD REELS ROOM 107 BREAKER INTERRUPTING RATING N. ' • DE UPDA • ' ED PANEL EDULE UPON COMP ON OF INST TION WORK. 3 3' TO ID 3 FICAT1ON FOR MORE INFO. P' •' DE NEW BR ER AS INDICA 31. EC TO REM • ':' dt TURN • 3` EXG BKR TO • . BRANCH : 10K A.I.C. SYM MIN. 1 PANEL SCHEDULES E001 NTS ELECTRICAL IDENTIFICATION PART I GENERAL 1.1 SECTION INCLUDES A. Nameplates and labels. B. Wire and cable markers. G. Conduit markers. 1.2 REFERENCES A. NFPA 10 - National Electrical Code. PART 2 PRODUCTS 2.1 NAMEPLATES AND LABELS A. Nameplates: Engraved three -layer laminated plastic, black letters on white background. B. Locations: I. Each electrical distribution and control equipment enclosure. G. Letter Size: I. 1/8 inch letters. D. Labels: Circuit designation shall be indicated with clear adhesive tape, 3/16 inch black Tetters on clear background. Use only for identification of individual wall switches and receptacles and control device stations. Tape label shall be adhered to the faceplate of each device. 2.2 WIRE MARKERS A. Description: Cloth tape type wire markers. B. Locations: Each conductor at panelboard gutters, junction boxes and each load connection. G. Legend: 1. Power and Lighting Circuits: Branch circuit or feeder number indicated. 3 PART 3 EXECUTION 3.1 PREPARATION A. Degrease and clean surfaces to receive nameplates and labels. 3.2 INSTALLATION A. Install nameplate and label parallel to equipment lines. B. Secure nameplate to equipment front using adhesive. G. Secure nameplate to inside surface of door on panelboard that is recessed in finished locations. m O (V (V 0 AS NOTED 6) v 9 1/46 ®1 a1 6) a z 5 0 u_ 0 z 0 0 Ili Q J PZ GORNELL UNIVERSITY 0 z A SCK -IBI Project No.: Sheet Title J W W �Q z= NXU w c Q®c4 co ® c P4 os o LO cv C EON - n CO p CO rem: U Cos® cnY�v 0 GENERAL NOTES I. ALL WORK SHALL BE PERFORMED PER NEC, NY STATE BUILDING CODE t ALL LOCAL CODES 1 ORDINANCES. 2. PRIOR TO BEGINNING ANY WORK, SECURE NECESSARY PERMITS AND/OR CLEARANCES FROM THE AUTHORITIES HAVING JURISDICTION. PROVIDE ALL LABOR AND MATERIALS FOR A COMPLETE INSTALLATION. WORK SHALL BE EXECUTED BY EXPERIENCED ELECTRICIANS WHO ARE LICENSED IN THE JURISDICTION WHERE THE PROJECT 15 LOCATED. 3. IF MATERIAL OR EQUIPMENT 15 INSTALLED BEFORE IT 15 APPROVED, THE CONTRACTOR SHALL BE LIABLE FOR IT'S REMOVAL AND REPLACEMENT AT NO ADDITIONAL CHARGE IF, IN THE OPINION OF THE OWNER OR ENGINEER, THE MATERIAL OR EQUIPMENT DOES NOT MEET THE INTENT OF THE CONTRACT DOCUMENTS. 4. THE CONTRACTOR SHALL INCLUDE IN THE WORK, WITHOUT EXTRA COST, ANY LABOR, MATERIALS, SERVICES, APPARATUS, DRAWINGS (IN ADDITION TO CONTRACT DRAWINGS AND DOCUMENTS), IN ORDER TO COMPLY WITH ALL APPLICABLE REGULATIONS/LAWS. 5. BEFORE SUBMITTING BIDS, THE CONTRACTOR SHALL VISIT THE SITE AND EXAMINE ALL ADJOINING EXISTING EQUIPMENT AND SPACE CONDITIONS TO COORDINATE INTENT OF THE SPECIFICATIONS AND DRAWINGS. THE CONTRACTOR SHALL REPORT TO THE ARCHITECT/ ENGINEER ANY CONDITION WHICH MIGHT PREVENT INSTALLATION OF DEVICES, CONDUIT, EQUIPMENT, ETC. IN THE MANNER SPECIFIED TWO DAYS PRIOR TO SUBMISSION OF BIDS. 6. NO CONSIDERATION OR ALLOWANCE WILL BE GRANTED FOR FAILURE TO VISIT THE SITE, NOR FOR ANY ALLEGED MISUNDERSTANDING OF MATERIALS TO BE FURNISHED OR WORK TO BE PERFORMED. 7. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ ENGINEER IN WRITING OF ANY DISCOVERED CONFLICTS BETWEEN EXISTING INSTALLATIONS WHICH ARE NOT SCHEDULED FOR DEMOLITION AND THE NEW WORK INDICATED WITHIN THE CONTRACT DOCUMENTS. SUCH NOTIFICATION SHALL BE ACCOMPANIED BY A INC DELINEATING THE PROPOSED SOLUTION PRIOR TO STARTING ANY WORK IN THE AFFECTED AREA. 8. UNLESS OTHERWISE NOTED, ELECTRICAL DEVICES SHOWN ARE EXISTING TO REMAIN. ELECTRICAL DEVICES SHOWN FOR REFERENCE ONLY. 1. NEW RECEPTACLES SHALL BE FLUSH MOUNT IN NEW WALLS. IP. ALL RECEPTACLES SHALL BE MOUNTED AT 18" AFF UNLESS OTHERWISE NOTED. II. CONTRACTOR TO FIX OR REPLACE ANY ELECTRICAL DEVICES DAMAGED DURING CONSTRUCTION. 12. SEE ARCHITECTURAL DRAWINGS FOR COORDINATION. BID ALTERNATE #3 INDICATE IN THE BID FORM THE AMOUNT TO BE DEDUCTED FROM THE BASE BID FOR ALTERING THE SCOPE OF WORK A5 FOLLOWS: I. ALTE" TE - 3: COMBINE POWER CIRCUITS - PROVIDE ONE (I) NEW BRANCH CIRCUIT TOTAL FOR ALL NEW POWER RECEPTIGAL5 IN WORK AREAS # 2, 3, 4, AND 5, IN LIEU OF FOUR (4) SEPERATE NCH CIRCUITS. IN ADDITION, PROVIDE ONE (I) NEW BRANCH CIRCUIT TOTAL FOR WORK # 8, II, AND 12, IN LIEU OF THREE (3) SEPERATE BRANCH CIRCUITS. SPECIFICATIONS GENERAL REQUIREMENTS FOR ELECTRICAL CONTRACT PART 1: GENERAL 1.1 SCOPE OF WORK A. The scope oF this work includes, but is not limited to lighting power systems For the Cornell Foundry Building alterations including the following but not limited to: 1. Removal of existing electrical equipment as indicated on drawings. 2. Relocation of existing light fixtures as shown. 3. Installation oF wiring devices and branch circuitry in areas shown. 4. New power distribution as shown. 1.4 INSPECTIONS A. The work shall be inspected by on agent of the local governmental authority having jurisdiction. An electrical inspection certificate shall be submitted prior to application For final payment. 15 GODES AND STANDARDS A. New York State Uniform Fire Prevention and Building Gode: Provide all work in compliance with and meet the requirements of the latest issue. B. National Electrical Gode: All work covered under these Contract Documents shall conform to the latest issue oF the National Electrical Gode. G. Standards: All equipment shall meet all the requirements oF ANSI, NEMA, 1E5, and IEEE standards. D. Listing: All equipment and devices for which UnderwritersLaboratory has a listing service, shall be UL listed and bear the UL listing 1.1.-1. E. All materials and installation shall comply with: 1. New York State Energy Conservation Construction Gode. 2. National Fire Protection Association (NFPA). 3. New York State Department of L III • r Rules and Regulations. 4. New York Board oF Fire Underwriters. 5. The Americans with Disabilities Act. 6. Local Utilities, 1. Authorities having jurisdiction. £5. Local Municipality/Gity Godes and Ordinances. 9. Local Fire Deportment. 10. New York State Department of Education. SPECIFICATIONS (CONT.) 1.6 OBSTACLES, INTERFERENCE AND COORDINATION A. Drawings show general design and arrangement. Verify exact location and elevations at the job location. Do not scale plans and diagrams. B. Drawings do not show all offsets, fittings, interferences, and elevation changes. Adjust installation of conduit, equipment location, etc. to accommodate work with the obstacles and interferences. Mere a major and important rearrangement is necessary, report same to Architect For review. Obtain written approval for all major changes. G. Cooperate with all Contracts and Owners and determine the exact route oF all raceway and location oF all equipment. 13 ROUGHING A. Obtain approved roughing diagrams and exact locations oF equipment For Items Furnished under other Divisions of the specifications. Do not rough in without approved drawing. 1.8 EQUIPMENT ARRANGEMENTS A. IF equipment used is other than @makes listed hereina and differs in arrangement, size, etc., comply with the Following: 1. Provided detailed drawings, indicating proposed installation of equipment. Indicate maintenance clearances, service space required and other pertinent design considerations. B. IF revised arrangement is rejected, revise and resubmit. I.9 OPENINGS, SLEEVES, AND CHASES A. Certain chases, openings, and shafts will be provided as shown as part of General Construction Plans and Specifications. Provide all other openings and sleeves for conduit etc. through floors, walls, partitions, ceilings, roofs, etc. for Division 16-E work. Assume responsibility For correct and final location and size oF such openings; Furnish templates IF required. Correct improperly located and sized or omitted chases and openings as required. Plug all abandoned sleeves left as part of this Contract. B. G. 1.10 SEALING AND FIRESTOPPING A. Seal where conduits pass through or are affixed to general construction. B. Provide sealing and waterproofing for wall, floor, and roof openings. G. Provide firestopping for openings through fire and smoke barriers, maintaining minimum required rating oF floor, ceiling, or wall assembly. 0 (N, (N, LA z 5 0 LL 0 ts) z 0 0 11-1 z A5 NOTED 9 0 9 CORNELL UNIVERSITY 0 z •c BGK-IBI Project No.: 4) 1- .6) (i) 0 0 LLI Client Project NO.: 0z 0 Z LU 0 0 1- 00 Z111 0_ SPECIFICATIONS (CONT.) 1.11 SUPPORTS A. Provide required supports For work of this Contract, including beams, angles, channel, hangers, rods, columns, plates, bases, braces, etc. to properly support all work. 1.12 TEMPORARY LIGHT AND POWER A. The contractor shall provide temporary lighting for duration that lighting is down due to reconfiguration of lighting circuitry. LIS FIRE ALARM DETECTORS A. Electrical Contractor is responsible to change all smoke detectors to heat detectors within the construction area for duration of construction to prevent false / nuisance alarms. Upon completion of construction EG to, clean, test and reinstall all detectors to their original locations. All detectors may not be shown on plan drawings, EG shall field verify locations and quantities prior to construction. 05-24-2013 0 0 z Q) 9 Q A7) v Q z 5 talz 0 u_ 0 z 0 0 ..z v It1 m L�►-1 0 v • GORNELL UNIVERSITY 0 z A BGK-IBI Project No. Sheet Title 0 '0 u-1 SPECIFICATIONS Client Project No.: m N m co 0 L p-� (SEE A100) 17101 1 141 GUT BACK CONDUIT, AND PREP FOR NEW RECEPTACLE AT THIS LOCATION FOR TV. DEMOLITION NOTES El DISCONNECT 4 REMOVE LIGHT FIXTURES. REMOVE CIRCUITRY BACK TO JUNCTION BOX. RETAIN LIGHTS FOR REINSTALLATION. REI-tR TO E200. RETAIN ALL MOUNTING HARDWARE FOR RE -INSTALLATION OF LIGHT FIXTURES. E2 REMOVE EXISTING DUPLEX RECEPTACLE AND CIRCUITRY BACK TO SOURGE. E3 REMOVE EXISTING LIGHT SWITGHES AND GIRGUITRY BACK TO PANEL AND BACK TO NEAREST JUNCTION BOX ON CEILING FOR RE -INSTALLATION. E4 REMOVE OVERHEAD BUS 208V AND BRANCH GIRGUITRY BACK TO SOURCE. REMOVE ALL ASSOCIATED HARDWARE. MARK PANEL BREAKER AS SPARE. E5 REMOVE EXISTING DATA JACK, CONDUIT AND WIRING BACK TO SOURCE PANEL. ES REMOVE EXISTING LIGHT FIXTURE IN ITS ENTIRETY INCLUDING ALL ASSOCIATED FASTENERS AND HARDWARE. REMOVE EXISTING BRANCH CIRCUITRY INCLUDING WORKING AND CONDUIT BACK TO NEAREST JUNCTION BOX. El REMOVE EXISTING CORD REELS FOR RE -USE. SEE E200. E8 EXISTING LIGHT FIXTURE TO REMAIN. m N ((`1 0 0 z Q 4) a 0 z 1 LU 1 7321 1 56 1 1 171 1 1891 1 DEMOLITION PLAN E100 1/8" = 1 2351 AGC< AREA I I I 1 AGR< AREA 1 1 1 1 1 ( AGS< AREA Y1 1 A S< AREA .4 1 I I G O O O O GORN ELL UN MESS ITY BCK-IBI Project No.: Sheet Title: m m DEMOLITION PLAN Ike";'4 a� z ca L3 L3 r 1 33 2 E200 LIGHTING INSTALLATION PLAN)) 1/8" = 1'-0" INSTALLATION NOTES 0 LIGHTING : LI REINSTALL EXISTING LIGHT FIXTURE IN NEW LOCATION SHOWN. PROVIDE NEW HANGING HARDWARE AND CHAIN, GUT TO LENGTH IN FIELD, A5 • REQUIRED TO SUPPORT. MAINTAIN FIXTURE MOUNTING HEIGHT. L2 MODIFY EXISTING LIGHT CIRCUIT TO ADD RELOCATED LIGHTS. PROVIDE ADDITIONAL MOUNTING HARDWARE A5 REQUIRED TO SECURE LIGHTS AT SAME HEIGHT A5 EXISTING. MODIFY/SEPARATE LIGHT CIRCUIT A5 SHOWN ON PANEL SCHEDULE. L3* PROVIDE NEW LIGHT SWITCHES AND CIRCUITRY A5 INDICATED, FROM EXISTING JUNCTION BOX WITH 340, IN 3/4" CONDUIT. ' VERIFY LOAD DOES NOT EXCEED SO% OF CIRCUIT BREAKER RATING POWER : PI PROVIDE NEW RECEPTACLES AND CIRCUITRY A5 INDICATED. SEE E002 FOR ALTERNATE #3 WORK DESCRIPTION. P2 EXISTING CORD REELS TO BE RELOCATED TO WORK AREAS *II AND *12. P3 EXISTING MAIN PANEL 'PPNI'. L o z z u °o v vV VsJ,.0 V O K., ARE AREA 0 110 11411/ w4 0UN 0 -lb, PI 22, PI AEA _AREA_ AR A to AREA al z 0 0 z 0 } 0 z U.l ri tu z Q -i pz z- < 0 :5 z- 11- 1 - a. POWER INSTALLATION PLAN z PRINKLER MAIN LINE FP100 PHOTOS N.T.S. SPRINKLER J� MAIN LINE REMOVE EXISTING PRINKLER BRANCH MAIN LINE, CAP AT LINE. REMOVE EXISTING SRINKLER BRANCH LINE, CAP AT MAIN LINE. REMOVE EXISTING SPRINKLER IN ITS ENTIRETY. INTERIOR OF ROOM 1078 TO 8E DEMOILISHED IN ITS ENTIRETY. STORAGE MEZZANINE, TO BE DEMOLISHED IN ITS ENTIRETY. REMOVE EXISTING SPRINKLER BRANCH LINE,CAP AT MAIN LINE INTERIOR OF ROOM 105 LEGEND o - uFRIEHT BPRII L 44F ) PETOOE F - F�:1r!l1IT 4FM - ow,* rem mum 9F - MARE FEET - — - SPRINKLER FIFE GENERAL NOTES 1) CONTRACTOR SHALL COORDINATE DRAINING OF EXISTING SYSTEM WITH BUILDING MANAGEM 2) REFER TO ELECTRICAL DRAWINGS FOR HUNG CEILING HEIGHTS AND CONSTRUCTION. WHERE WORK BETWEEN THIS DRAWING AND ELECTRICAL PLANS ARE IN CONFLICT, ADVISE PRIOR TO INSTALLATION OF PIPING. 3) SPRINKLER CONTRACTOR SHALL ADJUST SPRINKLERS AS REQUIRED UTILIZING CONSTRUCTION DOCUMENT PLANS FOR LOCATION OF LIGHTS,PARTITION, ETC... 4) CONTRACTOR MUST FILE APPLICATION FOR AND SUBMIT EVIDENCE OF A VALID SPRINKLER SYSTEM IMPAIRMENT PERMIT TO BUILDING MANAGEMENT WHEN SCHEDULING ALL SPRINKLER SYSTEM MODIFICATIONS. ALL SHUTDOWNS WILL 8E PERFORMED BY BUILDING ENGINEERING PERSONNEL EXCLUSIVELY, UNLESS OTHERWISE PERMITTED BY BUILDING MANAGEMENT. 5) CONTRACTOR SHALL DETERMINE BEST LOCATION FOR ROUTING/RE-ROUTING ALL. ASSOCIATED SPRINKLER LINES. PIPE ROUTING SHOWN SHALL BE USED AND ANY ADDITIONAL OFFSETS OR FITTINGS REQUIRED FOR PROPER INSTALLATION, COORDINATION WITH OTHER TRADES, AND/OR TO MAINTAIN PROPER CLEARANCES SHALL BE PROVIDED. VERIFY EXISTING STRUCTURAL, MECHANICAL, ELECTRICAL INSTALLATIONS AND AVOID ANY/ALL OBSTRUCTIONS OR INTERFERENCES WITH FIRE PROTECTION PIPE ROUTING. 6) SPRINKLERS SHALL COVER THE ENTIRE AREA OF THE ROOM INCLUDING ALCOVES. SPRAY SHALL NOT BE BLOCKED BY WALLS OR PARTITIONS. 7) MAINTAIN A MINIMUM OF 18 INCHES FROM THE BOTTOM OF THE SPRINKLER DEFLECTOR TO THE TOP OF STORAGE/FILE STORAGE. 8) CONTRACTOR SHALL CONDUCT A THOROUGH EXAMINATION OF THE PREMISES PRIOR TO PREPARING A PROPOSAL. ANY CHANGES TO THE DESIGN MADE NECESSARY 8Y FIELD CONDITIONS SHALL BE CONVEYED TO THE ENGINEER PRIOR TO PREPARATION OF A PROPOSAL. NO ADDITIONAL COSTS BEYOND THE PROPOSAL PRICE WILL BE ACCEPTED FOR FIELD CONDITIONS THAT COULD HAVE BEEN DETERMINED BY AN INSPECTION OF THE PREMISES. ALL FIRE PROTECTION SYSTEMS ARE SHOWN SCHEMATICALLY. IT IS NOT THE INTENT OF THESE PLANS TO SHOW ALL LISTED COMPONENTS, SUCH AS PIPING, FITTINGS, VALVES, ETC. CONTRACTOR IS RESPONSIBLE FOR MODIFYING SYSTEM PER APPLICABLE CODES. REFER TO 4000 FOR MORE INFORMATION. 0 0 9) 10) KEYED NOTES R1. REMOVE EXISTING SPRINKLER BRANCH LINE, CAP AT MAIN LINE. R2. INSTALL SPRINKLER 8 FEET FROM ADJACENT SPRINKLER. z S o v a z CD >- [L' 0 z 0 0 z 0 z CONRELL UNIVER